INGENIA

SRV-06

Differential levelling rise

Δh = BS − FS on a level line.

Reading speed
LevellingISO 17123-2

Governing equation

Δh=BS−FS\Delta h = \mathrm{BS}-\mathrm{FS}

BS∈[0.1,4]BS \in \left[0.1, 4\right]

where

BS
Backsight (m)
FS
Foresight (m)
\Delta h
Rise (m)

The figure, part by part

Each numbered marker wears the color of its card. Hover a card to light the marker. Tap a marker to jump to that card. The slider walks a red point along the curve; Animate drawing traces it like a pen.

SRV-06 · curve
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①

Governing law — red

Δh=BS−FS\Delta h = \mathrm{BS}-\mathrm{FS}

BS∈[0.1,4]BS \in \left[0.1, 4\right]

BS=0.1BS = 0.1Δh=−1.108\Delta h = -1.108

②

Domain of the variable — blue

BSmin⁡=0.1,BSmax⁡=4BS_{\min} = 0.1,\quad BS_{\max} = 4

BS∈[0.1,4]BS \in \left[0.1, 4\right]

BS=0.1BS = 0.1BS=0.1BS = 0.1

③

Response curve — green

Δh=BS−FS\Delta h = \mathrm{BS}-\mathrm{FS}

BS∈[0.1,4]BS \in \left[0.1, 4\right]

BS=0.1BS = 0.1Δh=−1.108\Delta h = -1.108

④

Rate of change — amber

dΔhdBS\frac{\mathrm{d}\Delta h}{\mathrm{d}BS}

BS∈[0.1,4]BS \in \left[0.1, 4\right]

BS=0.125BS = 0.125Δh′=1\Delta h^{\prime} = 1

Lecture brief

Historical brief

From chain and theodolite through Bowditch’s compass-rule (1802) to GPS PDOP, surveying is the propagation of small errors across a network. These sheets close traverses, reduce stadia and state map scale. This sheet (SRV-06 — Differential levelling rise) is the form associated with ISO 17123-2. Working symbols: BSBS, FSFS →\rightarrow Δh\Delta h. A collimated horizontal line of sight intercepts two staves; the difference of readings is the rise of the ground.

Purpose

Purpose: compute Δh\Delta h from BSBS, FSFS in Surveying via Δh=BS−FS\Delta h = \mathrm{BS}-\mathrm{FS} Δh = BS − FS on a level line. Use it when a real surveying question must be answered in SI before a code check.

Live realistic example

In symbols

Live case. Given BS=1.456 mBS = 1.456\,\mathrm{m}, FS=1.208 mFS = 1.208\,\mathrm{m}, the governing relation Δh=BS−FS\Delta h = \mathrm{BS}-\mathrm{FS} yields Δh=0.2480 m\Delta h = 0.2480\,\mathrm{m}. Single setup, no collimation or curvature correction. Move a slider: the numbers are this situation, not a canned story.

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Inputs

Outputs

  • Rise \Delta h0.2480 m
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SRV-06 · curve
00:0 / 00:08

Narration of this film

Single setup, no collimation or curvature correction.

A collimated horizontal line of sight intercepts two staves; the difference of readings is the rise of the ground.

Reading speed

Watch on YouTube